A non-probabilistic information-gap approach to rock tunnel reliability assessment under severe uncertainty-Reference-Cited by-同舟云学术

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A non-probabilistic information-gap approach to rock tunnel reliability assessment under severe uncertainty

Published:2021-04 Issue: Volume:132 Page:103940
ISSN:0266-352X
Container-title:Computers and Geotechnics
language:en
Short-container-title:Computers and Geotechnics

Author:

Li Xiang,Li Xibing,Zhou Zilong,Su Yonghua,Cao Wengui

Funder

National Natural Science Foundation of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference64 articles.

1. Reliability-based design of supporting system for NATM;Matsuo,1983

2. Reliability-based design of tunnel support of jointed rock;Kohno,1989

3. Reliability analysis of circular tunnel under hydrostatic stress field;Li;Comput Geotech,2010

4. Probabilistic evaluation for the implicit limit-state function of stability of a highway tunnel in China;Su;Tunn Undergr Sp Tech,2011

5. Probabilistic analysis of underground rock excavations using response surface method and SORM;Lü;Comput Geotech,2011

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2. Reliability analysis method for tunnel structural design: Brief review and relevant prospects;Structures;2023-09

3. Reliability analysis of rock tunnel stability based on interval non-probability under multiple failure modes;ROCK SOIL MECH;2023

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